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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 LAccepted-Finance | ₹1.7 L | L-1 | Accepted-Finance Lowest-1 |
| 2 | L-2₹1.7 L+₹6,362.10 (3.82%)Rejected-Finance | ₹1.7 L+₹6,362.10 (3.82%) | L-2 | Rejected-Finance Lowest-2 |
| 3 | L-3₹1.8 L+₹15,911.84 (9.56%)Rejected-Finance VILLAGE DOGHARI PO MOVISERI TEHSIL CHACHIOT DISTT MANDI HP | ₹1.8 L+₹15,911.84 (9.56%) | L-3 | Rejected-Finance Lowest-3 |
| Sl No | Description | Qty | Unit | DALEEP KUMAR L1 | GHANSHYAM RANA L2 | AMAR NATH L3 |
|---|---|---|---|---|---|---|
| 1.00Removal of horizontal layers filtering media duly graded, screened, cleaned and washed as specified complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | ||||||
| 1.01 | Top layer: Fine Sand | 6.13 | Cum | 410 ₹2,513.3 | 285 ₹1,747.05 Lowest | 300 ₹1,839 |
| 1.02 | 2nd layer: Course sand 3 mm to 6 mm gravel | 2.45 | Cum | 210 ₹514.5 Lowest | 285 ₹698.25 | 305 ₹747.25 |
| 1.03 | 3rd Layer: Bajri 6 mm to 20 mm | 2.45 | Cum | 310 ₹759.5 | 285 ₹698.25 Lowest | 410 ₹1,004.5 |
| 1.04 | 4th Layer: Bajri 20 mm to 25 mm | 2.45 | Cum | 300 ₹735 | 285 ₹698.25 Lowest | 415 ₹1,016.75 |
| 1.05 | Bottom layer: Broken stone 50 mm to 75 mm | 3.68 | Cum | 310 ₹1,140.8 | 285 ₹1,048.8 Lowest | 410 ₹1,508.8 |
| 2.00 | Removal of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 1,746 | Nos. | 0.7 ₹1,222.2 | 0.85 ₹1,484.1 | 0.6 ₹1,047.6 Lowest |
| 3.00Jacketing of filter bed :- Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: | ||||||
| 3.01 | Foundation & plinth complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 2.16 | Cum | 12,000 ₹25,920 Lowest | 14,500 ₹31,320 | 12,000 ₹25,920 Lowest |
| 3.02 | Walls (any thickness but not less than 0.10 mtr thickness) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 2.34 | Cum | 12,500 ₹29,250 Lowest | 15,350 ₹35,919 | 13,000 ₹30,420 |
Tender Value
₹2.1 L
EMD Value
₹4,300
Closing Date
13 Mar 2026, 10:00 amClosed
EE
Executive Engineer JS Division Baggi Distt. Mandi H.P.
as per BOQ
2026_HPIPH_130373_1
EE-JSD-BGI/2025- 31115-64 dt. 03/03/2026
Open Tender
Civil Works
Item Rate
90 days
Baggi
as per NIT
6 documents required · 6 mandatory
₹500
₹4,300
21 Jul 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Removal of horizontal layers filtering media duly graded, screened, cleaned and washed as specified complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | |||||
| 1.01 | Top layer: Fine Sand | 6.13 | Cum | - | - |
| 1.02 | 2nd layer: Course sand 3 mm to 6 mm gravel | 2.45 | Cum | - | - |
| 1.03 | 3rd Layer: Bajri 6 mm to 20 mm | 2.45 | Cum | - | - |
| 1.04 | 4th Layer: Bajri 20 mm to 25 mm | 2.45 | Cum | - | - |
| 1.05 | Bottom layer: Broken stone 50 mm to 75 mm | 3.68 | Cum | - | - |
| 2 | Removal of dry bricks in filter bed in two layers so as to make cross drains complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 1,746 | Nos. | - | - |
| 3Jacketing of filter bed :- Providing and laying cement concrete 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: | |||||
| 3.01 | Foundation & plinth complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 2.16 | Cum | - | - |
| 3.02 | Walls (any thickness but not less than 0.10 mtr thickness) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. | 2.34 | Cum | - | - |
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